CN217378760U - Ecological structure of reforming transform of sea wall bank protection - Google Patents

Abstract

The utility model belongs to the field of coastal protection slopes, and particularly discloses a sea wall slope protection ecological reconstruction structure, which comprises a slope protection body and a wave-blocking structure, wherein the lower side of the slope protection body is a water body, and the higher side of the slope protection body is provided with a vertical wave-blocking structure; the slope protection body comprises a slope protection base layer, a concrete layer and a wave-blocking layer, wherein the concrete layer is distributed along the outer side of the slope protection base layer, and the slope protection base layer is formed by stacking a base soil layer and a sand layer; keep off unrestrained layer distribution in the concrete layer outside, keep off being equipped with a plurality of mounting grooves on the unrestrained layer, a plurality of mounting grooves are arranged to the top direction along keeping off unrestrained layer slope in proper order, and the mounting groove is built-in to be equipped with and keeps off unrestrained frame, keeps off unrestrained frame and includes framework, plugging strip and the piece that disappears, and the framework is the square frame form, is equipped with the plugging strip between the gap of framework and mounting groove. The utility model discloses have the effect of cutting down the wave, for the sea area provides steady waters environment on every side, can weaken the erosion of wave to bank base and various marine structure through keeping off unrestrained layer.

Description

Ecological structure of reforming transform of sea wall bank protection

Technical Field

The utility model relates to a seashore protection slope field specifically is a sea wall bank protection slope ecological transformation structure.

Background

Historically, the generation of slope protection technology has been derived from the long-term struggle results between humans and water-borne diseases, ancient defense for resisting flood is often broken by water scouring, and people organize river bank slope collapse by using original ways such as wooden piles, branch bundles or bamboo raft sinks. With the gradual development of slope protection technology, the gravity type retaining wall built by the stones plays an important role in the fight of early resistance of people to flood. In recent times, the application of concrete technology has greatly promoted the development of slope protection technology.

In order to prevent the attack of stormy waves and reduce the climbing height of the waves, the traditional sea wall structure adopts a building block stone platform structure for a wave dissipation platform. Under the condition that the water level rises or the wind waves are large, the seawall structure almost has no retaining effect on the water body, so that the wave absorption and the protection performance are poor.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a sea wall bank protection ecological transformation structure to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above purpose, the utility model provides a following technical scheme: a sea wall revetment ecological reconstruction structure comprises a revetment body and a wave-retaining structure, wherein a lower side of the revetment body is a water body, and a vertical wave-retaining structure is arranged on a higher side of the revetment body; the slope protection body comprises a slope protection base layer, a concrete layer and a wave-blocking layer, wherein the concrete layer is distributed along the outer side of the slope protection base layer, and the slope protection base layer is formed by stacking a base soil layer and a sand layer; keep off unrestrained layer distribution in the concrete layer outside, keep off being equipped with a plurality of mounting grooves on the unrestrained layer, a plurality of mounting grooves are arranged to the top direction along keeping off unrestrained layer slope in proper order, and the mounting groove is built-in to be equipped with and keeps off unrestrained frame, keeps off unrestrained frame and includes framework, plugging strip and the piece that disappears, and the framework is the square frame form, is equipped with the plugging strip between the gap of framework and mounting groove.

Preferably, the slope protection base layer is a soil dike slope, the wave blocking layer is a wave blocking and wave dissipating wall, and wave dissipating tiles are distributed on the wave blocking and wave dissipating wall.

Preferably, the wave blocking layer is provided with a reinforcing rod and an anchor rod, and the reinforcing rod and the anchor rod penetrate through the wave blocking layer and the concrete layer and extend into the foundation soil layer.

Preferably, the frame body is arranged on the wave blocking layer and located between the reinforcing rod and the anchor rod.

Preferably, the frame body is provided with water outlet holes which are distributed along the upper end of the frame body.

Preferably, the wave dissipation block is arranged on the inner side of the frame body, is in a triangular shape and is arranged between the inner side wall of the frame body and the water passing hole.

Preferably, the inner side of the frame body is also provided with wave dissipation bulges which are distributed at intervals along the bottom side wall of the frame body.

Preferably, the outer side covers of the base soil layer and the sandstone layer are provided with soil locking nets.

Compared with the prior art, the beneficial effects of the utility model are that:

the utility model discloses have the effect of reducing the wave, for the sea area provides steady waters environment on every side, can weaken the erosion of wave to bank base and various marine structures through keeping off the unrestrained layer, can stay domatic moisture after the unrestrained scouring and spill speed faster to the unrestrained ability of disappearing on coast has been improved, makes the stability of bank protection better.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

fig. 2 is a schematic structural view of the wave-blocking frame of the present invention.

In the figure: 1. a slope protection body; 2. slope protection base course; 3. a concrete layer; 4. a wave-blocking layer; 5. a wave blocking frame; 501. a water running hole; 6. wave eliminating blocks; 7. wave elimination bulges; 8. an anchor rod; 9. a reinforcing rod.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.

In the description of the present invention, it should be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate the directions or positional relationships based on the directions or positional relationships shown in the drawings, which are only for the convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and thus, should not be construed as limiting the present invention.

In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

Referring to fig. 1-2, the present invention provides a technical solution: a sea wall revetment ecological reconstruction structure comprises a revetment body 1 and a wave-retaining structure, wherein a lower side of the revetment body 1 is a water body, and a higher side of the revetment body 1 is provided with a vertical wave-retaining structure; the slope protection body comprises a slope protection base layer 2, a concrete layer 3 and a wave-retaining layer 4, wherein the concrete layer 3 is distributed along the outer side of the slope protection base layer 2, and the slope protection base layer 2 is formed by stacking a base soil layer and a sand layer; keep off unrestrained layer 4 and distribute in the 3 outsides on concrete layer, keep off being equipped with a plurality of mounting grooves on unrestrained layer 4, a plurality of mounting grooves are arranged to the direction in proper order along keeping off the slope of unrestrained layer 4, and the mounting groove is built-in to be equipped with and to keep off unrestrained frame 5, keeps off unrestrained frame 5 and includes framework, plugging strip and the piece 6 that disappears, and the framework is the square frame form, is equipped with the plugging strip between the gap of framework and mounting groove.

In this embodiment, the slope protection base layer 2 is a soil dike slope, the wave blocking layer 4 is a wave blocking and wave dissipating wall, and wave dissipating tiles are distributed on the wave blocking and wave dissipating wall.

In this embodiment, be equipped with stiffener 9 and stock 8 on keeping off unrestrained layer 4, stiffener 9 passes with stock 8 and keeps off unrestrained layer 4, concrete layer 3 and extends to in the bank protection basic unit 2.

In the present embodiment, the frame body is provided on the wave barrier 4 between the reinforcing bar 9 and the anchor 8.

In this embodiment, the frame body is provided with water holes 501, and the water holes 501 are distributed along the upper end of the frame body.

In this embodiment, the wave dissipating blocks 6 are provided inside the housing, and the wave dissipating blocks 6 are triangular and provided between the inside wall of the housing and the water passage holes 501.

In this embodiment, the inner side of the frame body is further provided with wave-dissipating protrusions 7, and the wave-dissipating protrusions 7 are distributed at intervals along the bottom side wall of the frame body.

In this embodiment, the outside cover of basic soil layer, grit layer is equipped with and locks native net.

The utility model discloses have the effect of reducing the wave, for the sea area provides steady waters environment on every side, can weaken the wave through keeping off unrestrained layer 4 and to the erosion of bank base and various marine structures, can stay domatic moisture content speed of dumping after the unrestrained scouring of water is faster to the unrestrained ability of disappearing on coast has been improved, makes the stability of bank protection better.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (8)

1. The ecological reconstruction structure of the sea wall revetment is characterized by comprising a revetment body (1) and a wave-retaining structure, wherein a lower side of the revetment body (1) is a water body, and a higher side of the revetment body (1) is provided with a vertical wave-retaining structure; the slope protection body (1) comprises a slope protection base layer (2), a concrete layer (3) and a wave-blocking layer (4), wherein the concrete layer (3) is distributed along the outer side of the slope protection base layer (2), and the slope protection base layer (2) is formed by stacking a base soil layer and a sand stone layer; keep off unrestrained layer (4) and distribute in the concrete layer (3) outside, keep off to be equipped with a plurality of mounting grooves on unrestrained layer (4), a plurality of mounting grooves are arranged to the top direction along keeping off unrestrained layer (4) slope in proper order, and the mounting groove is built-in to be equipped with and keeps off unrestrained frame (5), keeps off unrestrained frame (5) and includes framework, blocking strip and unrestrained piece (6) that disappears, and the framework is the square frame form, is equipped with the blocking strip between the gap of framework and mounting groove.

2. The ecological reconstruction structure of sea wall revetment of claim 1, characterized in that: the slope protection base layer (2) is a soil dike slope, the wave blocking layer (4) is a wave blocking and wave dissipating wall, and wave dissipating tiles are distributed on the wave blocking and wave dissipating wall.

3. The ecological reconstruction structure of sea wall revetment of claim 2, characterized in that: be equipped with stiffener (9) and stock (8) on retaining wave layer (4), stiffener (9) pass with stock (8) and keep off in wave layer (4), concrete layer (3) and extend to bank protection basic unit (2).

4. The ecological reconstruction structure of sea wall revetment of claim 1, characterized in that: the frame body is arranged on the wave blocking layer (4) and is located between the reinforcing rod (9) and the anchor rod (8).

5. The ecological reconstruction structure of sea wall revetment of claim 1, characterized in that: a water hole (501) is formed in the frame body, and the water hole (501) is distributed along the upper end of the frame body.

6. The ecological reconstruction structure of sea wall bank protection of claim 5, characterized in that: the inner side of the frame body is provided with a wave dissipation block (6), and the wave dissipation block (6) is in a triangular shape and is arranged between the inner side wall of the frame body and the water running hole (501).

7. The ecological reconstruction structure of sea wall revetment of claim 6, characterized in that: wave dissipation bulges (7) are further arranged on the inner side of the frame body, and the wave dissipation bulges (7) are distributed at intervals along the bottom side wall of the frame body.

8. The ecological reconstruction structure of sea wall revetment of claim 1, characterized in that: and soil locking nets are arranged on the outer side covers of the base soil layer and the gravel layer.

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